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21. 发明专利

JP2005282765A Viscoelastic damper 审中-公开
标题翻译： VISCOELASTIC阻尼器
公开(公告)号：JP2005282765A
公开(公告)日：2005-10-13
申请号：JP2004099867
申请日：2004-03-30
申请人： Tokai Rubber Ind Ltd , 東海ゴム工業株式会社
发明人： TAKADA TOMOKAZU , HASHIMOTO KAZUNOBU , NATSUBORI ISAO , UCHIYAMA TAKASHI
IPC分类号： E04B1/18 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a viscoelastic damper for generating uniform shearing strain of a viscoelastic body when rotationally deformed.
SOLUTION: The sheet viscoelastic body 4 is formed between steel plates 5a, 5b. The viscoelastic body 4 has a thickness changed at a fixed rate in a fixed direction so that it is thicker in proportion to a distance from a rotational center P when rotationally deformed during shearing deformation. The thickness change rate of the viscoelastic body 4 corresponds to the rate of the distance from the rotational center P.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于当旋转变形时产生粘弹性体的均匀剪切应变的粘弹性阻尼器。解决方案：片状粘弹性体4形成在钢板5a，5b之间。粘弹性体4的厚度以固定的速度在固定方向上变化，使得当在剪切变形期间旋转变形时，其与旋转中心P的距离成比例地成比例。粘弹体4的厚度变化率对应于与旋转中心P的距离的比率。（C）2006，JPO＆NCIPI

22. 发明专利

JP2005282230A Vibration-control structure of building 有权
标题翻译：建筑物振动控制结构
公开(公告)号：JP2005282230A
公开(公告)日：2005-10-13
申请号：JP2004099869
申请日：2004-03-30
申请人： Tokai Rubber Ind Ltd , 東海ゴム工業株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO , NOMURA TAKESHI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To effectively display a damping performance from the time of the small deformation of a framework frame to the time of a large deformation.
SOLUTION: Tower frames 6 and 6 formed of diagonals 8, short-side materials 9, reinforcing materials 10 and braces 11 and viscoelastic dampers 7a and 7b mounted among the tower frames 6 and 6 and horizontal members 4 and 4 are disposed in the framework frame 1 respectively so as to be formed in an axial symmetrical shape centering around horizontal materials 5. The thickness of a viscoelastic body 26 used for the viscoelastic damper 7b on the lower side is made larger than that 19 for the viscoelastic damper 7a on the upper side in the vertical direction to the surface of the framework frame 1 at the same time. Then, stopper plates 15 and 15 controlling a deformation exceeding the critical strain of the viscoelastic body 19 are installed to a core plate 14 for the viscoelastic damper 7 in which the thin viscoelastic body 19 is used.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了有效地显示从框架框架的小变形到大变形时的阻尼性能。解决方案：安装在塔架6和6以及水平构件4和4之间的由对角线8，短边材料9，增强材料10和支架11以及粘弹性阻尼器7a和7b形成的塔架6和6设置在框架框架1分别以围绕水平材料5的轴对称形状形成。用于下侧的粘弹性阻尼器7b的粘弹体26的厚度大于用于粘弹性阻尼器7a的粘弹性体同时在框架框架1的表面的垂直方向上的上侧。然后，在用于粘弹性体19的粘弹性阻尼器7的芯板14上安装控制变形超过粘弹性体19的临界应变的止挡板15和15。版权所有（C）2006，JPO＆NCIPI

23. 发明专利

JP2003118032A VIBRATIONPROOF RUBBER LAMINATE 审中-公开
公开(公告)号：JP2003118032A
公开(公告)日：2003-04-23
申请号：JP2001314858
申请日：2001-10-12
申请人： TOKAI RUBBER IND LTD
发明人： TAGUCHI TAKEHIKO , SHINOHARA KOJI , NATSUBORI ISAO , YAMAMOTO KENJI
IPC分类号： F16F15/04 , B32B15/06 , C08K7/00 , C08K9/04 , C08L21/00 , F16F1/40
摘要： PROBLEM TO BE SOLVED: To provide a vibrationproof rubber laminate which reduces sharp hardening in a high elongation area, materializes excellent damping properties in a wide temperature range, and is excellent in rubber strength. SOLUTION: In the vibrationproof rubber laminate 10, rigid plates 14 and rubber layers 16 are laminated alternately. The rubber layers 16 are formed from a rubber composition in which a layer-shaped clay mineral, without being dispersed in a single layer in the order of nanometers, is finely dispersed while being laminated in 2-10 layers.

24. 发明专利

JP2002340088A BASE ISOLATION RUBBER LAMINATE 失效
公开(公告)号：JP2002340088A
公开(公告)日：2002-11-27
申请号：JP2001145023
申请日：2001-05-15
申请人： TOKAI RUBBER IND LTD
发明人： YAMAMOTO KENJI , NATSUBORI ISAO
IPC分类号： E01D19/04 , C08L21/00 , E01D101/00 , F16F1/40 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base isolation rubber laminate in which hard plates having rigidity such as metal plates and rubber layers are laminated alternately, whereby it is possible to give a high damping characteristic for base isolation supporting, a less temperature dependency of the elastic characteristics, and the excellent processability of a rubber composition to form the rubber layers. SOLUTION: The base isolation rubber laminate 10 is configured so that hard plates 14 having rigidity and rubber layers 16 are laminated alternately, wherein each rubber layer 16 is composed of a rubber composition containing at least one of asphalts, tars and pitches in 1-70 pts.wt. relative to 100 pts.wt. of a rubber material and further 1-35 pts.wt. polyolefin wax is added thereto.

25. 发明专利

JP2002146106A SEISMIC ISOLATION RUBBER LAMINATE 失效
公开(公告)号：JP2002146106A
公开(公告)日：2002-05-22
申请号：JP2000342501
申请日：2000-11-09
申请人： TOKAI RUBBER IND LTD
发明人： YAMAMOTO KENJI , NATSUBORI ISAO
IPC分类号： E04B1/36 , B32B25/04 , C08K3/04 , C08K5/09 , C08L21/00 , F16F1/40
摘要： PROBLEM TO BE SOLVED: To provide a seismic isolation rubber laminate having high damping characteristics as seismic isolation supports, small temperature dependence of elasticity characteristics and excellent processability of a rubber composition providing a rubber layer. SOLUTION: This seismic isolation rubber laminate 10 is formed by using a rubber composition prepared by compounding at least one kind of asphalts, tars and pitches in an amount of 1-70 pts.wt. based on 100 pts.wt. of a rubber material and further compounding at least one kind of a >=21C saturated or a >=21C unsaturated fatty acid in an amount of 1-15 pts.wt. based on 100 pts.wt. of the rubber material as rubber layers 16 in the seismic isolation rubber laminate 10 composed by alternately laminating rigid plates 14 having rigidity and the rubber layers 16.

26. 发明专利

JP2001208118A BASE ISOLATION RUNNER LAMINATED BODY 失效
公开(公告)号：JP2001208118A
公开(公告)日：2001-08-03
申请号：JP2000342497
申请日：2000-11-09
申请人： TOKAI RUBBER IND LTD
发明人： YAMAMOTO KENJI , NATSUBORI ISAO
IPC分类号： E04B1/36 , B32B25/04 , C08K3/04 , C08K5/098 , C08L21/00 , E04H9/02 , F16F1/36 , F16F1/40 , F16F15/04 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To provide a base isolation rubber laminated body having high damping characteristic for a base isolation support, little temperature dependency of elastic characteristic, and being excellent in workability of a rubber composition giving a rubber layer. SOLUTION: In this base isolation rubber laminated body 10 formed by alternately stacking a hard plate 14 having rigidity and a rubber layer 16, the rubber layer 16 is formed by using the runner composition made by mixing 1 to 70 pts.wt. at least one kind of asphalts, tars, and pitches, and 1 to 15 pts.wt. at least one kind of saturated or unsaturated fatty acid zinc salts to 100 pts.wt. runner material.

27. 发明专利

JPH11315165A RUBBER SUPPORT 失效
公开(公告)号：JPH11315165A
公开(公告)日：1999-11-16
申请号：JP2909699
申请日：1999-02-05
申请人： TOKAI RUBBER IND LTD
发明人： YAMAMOTO KENJI , NATSUBORI ISAO
IPC分类号： E01D19/04 , B32B25/04 , C08K5/18 , C08L7/00 , C08L9/00 , C08L21/00 , E01D101/00 , E04B1/36 , F16F1/40 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To obtain a rubber support useful in cold district by effectively supporting or preventing incidence of cracks even in low temperature circumstances on a rubber support of a structure obtained by laminating hard plates having stiffness and rubber layers each other. SOLUTION: This support is obtained by forming a rubber layer 16 of a rubber support 10 with a rubber composition consisting of 100 pts.wt. rubber material consisting of natural rubber and/or dience-based synthetic rubber, 1-5 pts.wt. p-phenylene-based antioxidant and >=2 pts.wt. petroleum wax, wherein the petroleum wax includes a normal paraffin having a melting point of 45-75 deg.C, the blending amount of the petroleum wax is equal to or more than that of the antioxidant, the total amount of these additives is 3-12 pts.wt., and N- isopropyl-N'-phenyl-p-phenylenediamine is added as a part of the antioxidant at the rate of 0.5-3 pts.wt.

28. 发明专利

JP2006307458A Seismic control structure of building 有权
标题翻译：建筑物地震控制结构
公开(公告)号：JP2006307458A
公开(公告)日：2006-11-09
申请号：JP2005128544
申请日：2005-04-26
申请人： Tokai Rubber Ind Ltd , 東海ゴム工業株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , NATSUBORI ISAO
IPC分类号： E04H9/02 , F16F7/00 , F16F7/12 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To prevent columns from being buckled by a framework frame alone.
SOLUTION: In the framework frame 1, a pair of braces 5 and 5 are installed starting at a viscoelastic damper 7 fitted to the intermediate portion of the left side column 2 so as to be symmetric in the vertical direction, the outer plates 8 and 8 of the viscoelastic damper 7 are fixed to the column 2, a core plate 9 is fixed, through patches 13 and 13, to a connection plate 12 to which the braces 5 and 5 are fixed, and the intermediate portion of the connection plate 12 is connected to the intermediate portion of the right column 3 through an intermediate sash 14. Further, a pin 15 is fixed to the core plate 9 in an orthogonal state so that the core plate 9 and the outer plates 8 and 8 can be moved only in the vertical direction relative to each other through an elongated hole 16 vertically formed in a viscoelastic body 10 and the outer plate 8 by the guide of the pin 15 in the elongated hole 16.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止柱子被框架框架单独弯曲。解决方案：在框架框架1中，从安装在左侧柱2的中间部分的粘弹性阻尼器7开始安装一对支架5和5，以在垂直方向上对称，外板粘弹阻尼器7的8和8固定在柱2上，芯片9通过贴片13和13固定到固定有支架5和5的连接板12上，连接件的中间部分板12通过中间窗框14连接到右柱3的中间部分。此外，销15以正交的状态固定到芯板9，使得芯板9和外板8和8可以（C）2007，日本专利公开公报（2007年），（C）2007，日本专利公开公报 JPO＆INPIT

29. 发明专利

JP2005282231A Vibration-control structure 有权
标题翻译：振动控制结构
公开(公告)号：JP2005282231A
公开(公告)日：2005-10-13
申请号：JP2004099870
申请日：2004-03-30
申请人： Tokai Rubber Ind Ltd , 東海ゴム工業株式会社
发明人： TAKADA TOMOKAZU , HASHIMOTO KAZUNOBU , NATSUBORI ISAO , UCHIYAMA TAKASHI
IPC分类号： E04H9/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a vibration-control structure having a simple structure and being capable of effectively controlling vibrations including the time of an initial deformation by utilizing a rocking type outer wall structure.
SOLUTION: When an outer-wall panel 4 is mounted on a framework frame in a rockable manner, and viscoelastic dampers 3 are interposed among the four corners of the panel 4 and the framework frame. The viscoelastic dampers 3 are manufactured by holding a sheet-shaped viscoelastic body 6 by steel plates, and the shear plane of the viscoelastic body 6 is arranged in parallel with the wall surface of the panel 4. One of the steel plates is bolted to a column 2 for the framework frame, and the other of the steel plates is screwed to the panel 4.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有简单结构并且能够通过利用摇摆式外壁结构有效地控制包括初始变形时间的振动的振动控制结构。解决方案：当外壁板4以可摆动的方式安装在框架框架上时，并且粘弹性阻尼器3插入在面板4和框架框架的四个角之间。粘弹性阻尼器3通过用钢板保持片状粘弹体6制造，粘弹体6的剪切面与面板4的壁面平行地配置。将一个钢板螺栓连接到框架框架的第2列，另一个钢板拧到面板4.版权所有（C）2006年，JPO＆NCIPI

30. 发明专利

JP2005282229A Vibration-control structure of building 审中-公开
标题翻译：建筑物振动控制结构
公开(公告)号：JP2005282229A
公开(公告)日：2005-10-13
申请号：JP2004099868
申请日：2004-03-30
申请人： Tokai Rubber Ind Ltd , 東海ゴム工業株式会社
发明人： TAKADA TOMOKAZU , UCHIYAMA TAKASHI , HASHIMOTO KAZUNOBU , NATSUBORI ISAO
IPC分类号： E04H9/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To obtain a sufficient vibration-control effect without causing a cost regarding the ensuring of the rigidity of an inner frame.
SOLUTION: Horizontal materials 5 vertically dividing the inside of a framework frame 1 into two are built to the framework frame 1 formed of center columns 2, outer columns 3 and beam materials 4. Tower frames 6 formed in a trapezoidal shape of diagonals 8 and 8 and short-side materials 9 and reinforcing materials 10 and viscoelastic dampers 7 mounted among the tower frames 6 and the beam materials 4 are disposed to the upper and lower sections of the horizontal materials 5 respectively so as to be formed in an axial symmetrical shape centering around the horizontal materials 5.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了获得足够的振动控制效果而不会导致确保内框架的刚度的成本。解决方案：将框架框架1的内部垂直分割为两个的水平材料5构建到由中心柱2，外柱3和梁材料4形成的框架框架1上。塔架6形成为梯形形状的对角线 8和8以及安装在塔架6和梁材料4之间的短边材料9和增强材料10和粘弹阻尼器7分别设置在水平材料5的上部和下部，以便形成为轴向以水平材料为中心的对称形状5.版权所有（C）2006，JPO＆NCIPI

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